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Stockton Dodge, Waste Oil & Waste Antifreeze Tank Assessment (2010) <br /> Stockton Dodge, Waste Oil Tank <br /> rectangular,closed top,integral secondary containment <br /> M aterial of Construction: Steel <br /> Shell Height,in 55.000 <br /> Shell Length,in 75.000 <br /> Shell Depth,in 45.000 <br /> Volume of Tank,in3 185625.000 <br /> Volume of Tank,gallons 550.000 <br /> Working Volume,gal 495.000 <br /> S.G.of contents 0.950 <br /> Weight of Contents,lbs 3921.885 <br /> Tank Wall Thickness,mm 3.600 <br /> Tank Wall Thickness,in 0.142 <br /> Wt of Tank, lbs 1290.000 <br /> Total Weight of Tank and Contents,lbs 5211.885 <br /> Zip Code 95212.000 <br /> Height of CG,in 26.000 <br /> Overturning M oment Arm,in 26.000 <br /> Resisting M oment Arm,in 23.000 <br /> Ss 0.751 <br /> SI 0.269 <br /> Soil Class D <br /> Fa 1.200 <br /> Fv 1.862 <br /> Sms 0.901 <br /> SMI 0.501 <br /> Sds 0.601 <br /> Shc 0.334 <br /> To 0.111 <br /> Ts 0.556 <br /> E.steel,psi 29000000.000 <br /> I,in4 19910.479 <br /> k,Ibf/in 98555511.737 <br /> T,sec 0.028 <br /> a 1.000 <br /> Sds 0.601 <br /> Importance Factor 1.000 <br /> Fp 1389.836 <br /> Fp min 939.390 <br /> Fp max 5010.081 <br /> Fp rules 1389.836 <br /> Overturning Moment,inlbf 36135.736 <br /> Resisting Moment,inlbf 119873.355 <br /> Resisting Moment>Overturning Moment <br /> No Tension on Anchors <br /> Qe 1389.836 <br /> pQe lbs 1389.836 <br /> .2SdsD 626.260 <br /> E 2016.096 <br /> U=1.2 D+1.0 E+.5L+0.2 S <br /> #of bolts 2.000 <br /> Vu lbs/bolt 694.918 <br /> Tu-lbs/bolt -8.711 <br /> no tension <br /> U=0.9D-(1.3W or 1.0)E <br /> Vu lbs/bolt 694.918 <br /> Tu-lbs/bolt -623.329 <br /> no tension <br /> Shear Strength of Anchor.Lbs 4760.000 <br /> #of Anchors 2.000 <br /> Factor of Safety for Shear 6.850 <br /> Strandberg Associates 1(866) 388-0404 (650) 329-8918 rwaterquy,ccDrwaterguy.com 15 <br />